Verizon-LR 990308CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 02/03/1999 Report No.: 9903954
03/08/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 02/03/1999 BATCII TIME: 2:50am
PLA,N~T: 3 1 TIME SAMPLED: 3:30am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATI~R CO~a)IT~ONS: Fair
STm~NG~I: 5000 psi @ 28 Days TEMPERATURE (F). AIR 46 V CONCRETE: 65 F
SLUMP: 6.0" Max TRUCK NO: 725 TICKET NO: 1229699
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf):. N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Roof slab (Area A) 1-5.7, A-D
ASTM C-172
ASTM C-39
SAMPLE LOCATION: @ A.5 along 1.5
REPORT OF TESTS ACCUMULATrv'E YARDS: 510
~-*,RKED SLUMP DATE AGE LOAD STRENGTtl FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 5.50 02/06/1999 3 103820 3670
I 2 5.50 02/10/1999 7 147210 5210
I 3 5.50 02/10/1999 7 155760 5510
Average 5360
I 4 5.50 03/03/1999 28 178990 6330
I 5 5.50 03/03/1999 28 169450 5990
Average 6160
I 6 5.50 03/31/1999 56
This report is exclusively for the usc of thc client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
(III. L Page I of 10
·
l~ep~.rt No.: 9903954
Ten (10) gallons of water added.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering. Inc.
OILL Page 2 of 10
CONCRETE COMPRESSIVE ST RENGTH TEST
Date of Service: 02/03/1999
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.:
Project No.:
Project:
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
9903954 Report Date
03/08/1999
43-2333-98
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CO~CTOR: BECK
CONCRg'rE SUPPLIER: TXI
PLANT: 31
SPECIFICATION REQUIREMENTS
STRENGTI~: 5000 psi @ 28 Days
SLUM~: 6.0" Max
A~m N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Along C line @ 2
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inch~z)
2 1 5.75
2 2 5.75
2 3 5.75
2 4 5.75
2 5 5.75
2 6 5.75
DAT~
TESTED
02/06/1999
PROJECT DATA
CONCRETE CLASS: 8208
PLACEM~rr DATE: 02/03/1999 BATCIt TIME: 4:15am
T~SAM~LED: 4:50am BY: Mike Odom
WEATIi~R CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 736
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
MAXIMXR~I
AGE LOAD
(days) (lbs. force)
3 82490
02/10/1999
02/10/1999
03/03/1999
03/03/1999
Fair
43 1~ CONCRETE: 65 F
TICKET NO: 1229738
UNIT WEIGHT (pc0: N/A
03/31/1999
ACCUMULATIVE YARDS: 510
COMPRF~SIVE
STRENGTH FRACTURE
(psi) TYPE
2920
7 151560 5360
7 156850 5550
Average 5460
28 194290 6870
28 190010 6720
Average 6800
56
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of H BC Engineering, Inc.
Page 3 of 10
l~epo, rt No.: 9903954
Twenty (20) Gallons of water added.
This ~portisexclusively ~r ~¢ usc oftheclientindicatcdaboveandshallnotbercpn:nluccdexceptin full withoutthe writtcn approvalofHBC Engincedng, lnc.
0ILL Page 4 of 10
CONCRETE COMPRESSIVE ST NGTH TEST
Date of Service: 02/03/1999
Client No.: 08644025
Report No.: 9903954
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/08/1999
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppel! Road & Corporate Drive
CoppelL Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
cor~no, croR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 31
SPECIFICATION REQUIREMENTS
STRENa'rm 5000 psi @ 28 Days
SLtn~: 6.0" Max
Am: N/A
'rEST M~'mOO: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Along A.5 @ 3
PROJECT DATA
CONCR~'m CLASS: 8208 ·
PLACZMV.~ OATE: 02/0311999 BATCH T~M~: 5:27am
TIME gAMPLgD: 6:15am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 814
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Sec page I
Fair
45 ~' CONCRE~rg: 68 v
TICKgT NO: 1229813
UNIT WEIGHT (pcf}: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 510
CYL ER ZASURED MAX
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inch~s) TESTED (days) (lbs. force) (psi) TYPE
3 I 6.00 02/05/1999 2 88450 3130
3 2 6.00 02/10/1999 7 161960 5730
3 3 6.00 02/10/1999 7 178940 6330
Average 6030
3 4 6.00 03/03/1999 28 197200 6970
3 5 6.00 03/03/1999 28 187570 6630
Average 6800
3 6 5.00 03/3 l/1999 56
0ILL
This rep(aX is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 5 of 10
Report No.: 9903954
Ten (10) ~allons of water added.
OILI.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 6 of 10
CONCRETE COMPREbSIVE STRENGTH TES'I'
Date of Service: 02/03/1999 Report No.: 9903954
Client No.: 08644025 Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/08/1999
Client: The Beck Group Project:
Atto: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
coto~croa: BECK
CONCRETE SUPPLIER: TXI
PLA~: 31
SPECIFICATION REQUIREMENTS
~a'ra: 5000 psi @ 28 Days
SLtrM~: 6.0" Max
Am: N/A
XEST M~'mOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 4.5 @ B
CYLINDER
MARKED
SET NO.
PROJECT DATA
CONC~-~r~ CLASS: 8208
PLACEMENT DATE: 02/0311999 BATCH TIME: 6:43am
TUVmSAMPLED: 7:40am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 565
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Fair
47 g cot~cRETE: 65
TICK~rr NO: 1229918
uNIT WZI~HT (pc0: N/A
REPORT OF TESTS ACCtn VLATIVE YARDS: 5 l0
MEASURED MAXn COMPmV. SS,VE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 5.75 02/0511999 2 110340 3900
4 2 5.75 02/10/1999 7 155810 5510
4 3 5.75 02/10/1999 7 147560 5220
Average 5370
4 4 5.75 03/03/1999 28 204070 7220
4 5 5.75 03/03/! 999 28 201510 7130
Average 7180
4 6 5.75 03/31/1999 56
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of H BC Engineering, Inc.
0ILL Page 7 of 10
Report No.: 9903954
Ten (10) gallons of water added.
0ILL
This report is exclusively for the use of the client indicatcd above and shall not be reproduced except in full without the written approval of H BC Engineering, Inc.
Page 8 of 10
( ONCRETE COMPRE:SSIVE STRENGTH TEST
Date of Service: 02/03/1999
Client No.: 08644025
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9903954 Report Date
03/08/1999
Project No.: 43-2333-98
Client:
The Beck Group
Atto: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
co~rrEAc~R: BECK
CONCagrEsufl'Lm~: TXI
PL.~Vr: 31
sPzc~o~ ~u~s
s~a~: 5~ psi ~ 28 Days
SL~: 6.0" Max
Am: N/A
T~ ~OO: ASTM C- 143
AS~ C- 172
A~M C-39
SAMPLE LOCATION:
Along C.5 @ 5
CYLINDER MEASURED
MARKED SLUMP
SET NO. (incl~s)
5 ! 5.50
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 02/03/1999 BATCH TI~ME: 8:21am
TIME SAMPLED: 9:10am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 54
Am CoprrENT (%): N/A
PLACEMENT LOCATION:
Sec page I
Fair
54 F coNcaE'r~: 68 v
TICKET NO: 1230123
uNIT WElaX~r (pc0.: N/A
REPORT OF TESTS ACCUMULATIVE YARDS= 540
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTtl FRACTURE
TESTED (days) (lbs. force) (psi) TYPE
02/05/1999 2 91360 3230
5 2 5.50 02/10/1999 7 150060 5310
5 3 5.50 02/10/1999 7 160000 5660
Average 5490
5 4 5.50 03/03/1999 28 203750 7210
5 5 5.50 03/03/1999 28 197750 6990
Average 7100
5 6 5.50 03/31/1999 56
This repmx is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 9 of 10
l~epo, rt No.: 9903954
Twenty (20) gallons of water added.
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
Started: 2:00am
(!) The Beck Group
(!) Dalcan, Inc.
Finished: 1 l:00am
Eugene Harbour
Vice President
· This report is exclusively for the use of the client indicated above and shall nol be reproduced except in full without the written approval of HBC Engineering, Inc.
OILL Page 10 of 10
C ONCRETE COMPRESSIVE ST NGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/06/1999
Client No.: 08644025
Report No.: 9901295
Project No.: 43-2333-98
Report Date
03/08/1999
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION RFA~U IREIVIENTS
STRE~(;TH: 5000 psi @ 28 Days
SLUM~: 6.0" Max
AtRa N/A
TEST METIIOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
A.5 @ 6.5
CYLINDER biEASURED
IVlARKED SLUMP
SET NO. (inch~s)
I I 6.25
PROJECT DATA
CONCRETE cLAss: 8208
PLACe,lENT DATE: 01/06/1999 BATCtl TIME: 2:52pm
TIME SAMPLED: 3:45pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 803
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Fair
38 F CONCRETE: 60 F
TICKET NO: 1207387
UNIT WEIGHT (pet3.: N/A
Level Ill building slab A-d, 5.7-8, N-J9-10, E-H, 1 i- 13
REPORT OF TESTS ACCUMULATIVE YARDS: 550
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
TESTED (days) (lbs. force) (psi) TYPE
01/08/1999 2 73660 2600
6.25 01/13/1999 7 161290 5700
6.25 01/13/1999 7 156890 5550
Average 5630
6.25 02/03/1999 28 206380 7300
6.25 02/03/1999 28 203710 7200
Average 7250
6.25 03/03/1999 56 216740 7670
0ILL
This report is exclusively for the use of the client indicated above and shall no~ be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 1 of 6
Report No.: 9901295
Note: Ail slumps taken at hopper.
0ILL
This report ~s exclusively for ~he use of ~he client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 2 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
Client No.:
01/06/1999
08644025
Report No.: 9901295
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/08/1999
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
CoPpell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
COt~rEACXOR: BECK
CONCRETE SUPPLIER: TXI
PLA~r: 41
SPECIFICATION REQUIREMENTS
s~o'm: 5000 psi @ 28 Days
SLUMP: 6.0" Max
Am: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Level II1 @ Lines C @ 6
CYLINDER
MARKED
SET NO.
PROJECT DATA
CONC~'r~ CLASS: 8208
pLAC~.M~rr OATE: 01106/1999 BATCH TtME: 4:36am
TIME SAMPLED: 5:00am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 711
AIR COI~ (%): N/A
PLACEMENT LOCATION:
See page I
Foggy
37 g CONCRETE: 55 F
Ticx~r so: 1207469
UNiT WEIGHT (t~t).: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 550
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRA CTU RE
(inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 6.50 01/08/1999 2 76480 2700
2 2 6.50 01/13/1999 7 158550 5610
2 3 ' 6.50 01/13/1999 7 168770 5970
Average 5790
2 4 6.50 02/03/1999 28 211080 7460
2 5 6.50 02/03/1999 28 216960 7670
Average 7570
2 6 6.50 03/03/1999 56 230480 8150
0ILL
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 3 of 6
( ONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite/fl(N)
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
01/06/1999
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9901295
Project No.: 43-2333-98
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Report Date
03/08/1999
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOr: BECK CONCP.£r~. CLASS: 8208
CONCRETE SUPPLIER: TXI P~c~ DA~: 01/~1999 BATCH T~: 5:52am
P~: 4 t T~ SAILED: 6:15am BY: Mike Odom
SPEC~CA~ON ~QUI~ ~R COn.tONS: Foggy
~G~: 5~ psi ~ 28 Days ~~ 1~. n~a 34 r CONC~E: 59 r
sL~: 6.0" Max vavcxno: 805 ~c~ so: 1207562
Am: N/A Am CO~ (%): N/A UNIT WE~G~ (~0] N/A
~ ~OO: AS~ C- 143 P~c~ ~c~TIo~:
S~ page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: @ N-9
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED M~XlMUM COMPRESSIVE
MA RKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
3 I 5.25 01/09/1999 3 123560 4370
550
FRACTURE
TYPE
3 2 5.25 01/13/1999 7 165230 5840
3 3 5.25 01/13/1999 7 175830 6220
Average 6030
3 4 5.25 02/03/1999 28 214280 7580
3 5 5.25 02/03/1999 28 216240 7650
Average 7620
3 6 5.25 03/03/1999 56 221610 7840
This report is exclusively for the use of the client indicated above and shall not I~ reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 4 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 01/06/1999
Client No.: 08644025
Report No.: 9901295
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texa~ 75247
Report Date
03/08/1999
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
cot~o,c"mm BECK
CONCRgTE SUPPLIgR: TXI
PLA~: 41
SPECIFICATION REQUIREMENTS
s'm~G'rm 5000 psi @ 28 Days
SLtn~: 6.0" Max
Am: N/A
~ METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Along Line M @ 9.7
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
4 1 6.75
4 2 6.75
4 3 6.75
4 4 6.75
4 5 6.75
4 6 6.75
DATE
TF_.b~ED
01/0911999
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 01106/1999 BATCH TIME: 7:30am
TIME SAMPLED: 8:00am BY: Mike Odom
W~tTm~R co~rrloNs: Foggy
TEMPERATURE (F) - AIR 37 F CONCRETE: 61 g
TRUCKNO: 711 TICKET NO: 1207717
AIR CONTENT (%): N/A UNn' WEIGHT (pcf)j N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS ACCUMULATIVE YARDS: 540
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
3 102530 3630
01/13/1999
01/13/1999
02/0311999
02/03/1999
03/03/1999
7 167960 5940
7 I58590 5610
Average 5780
28 209840 7420
28 214390 7580
Average 7500
56 219470 7760
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 5 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service: 01/06/1999 Report No.: 9901295 Report Date
03/08/1999
Client No.: 08644025 Project No.: 43-2333-98
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
co~xncrom BECK
CONCRETE SUPPLIER: TXI
rLA~rr: 41
SPECIFICATION REQUIREMENTS
S~Na~: 5000 psi @ 28 Days
scram,: 6.0" Max
Am: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
5AMPLE LOCATION:
Along F.5 @ 12.5
PROJECT DATA
CONCretE CLASS: 8208
vLAc~mvr DATE: 01/06/1999 BATCH TIME: 9:00am
TIME SAMPLED: 9:30am sY: Mike Odom
WEATIIER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 715
Am CONTENT (~): N/A
PLACEMENT LOCATION:
See page 1
Foggy
43 F CONCh: 63 r
TICKET NO: 1207930
UNIT WEIGHT (pcf): N/A
CYLINDER MEASURED
MARI~_,D SLUMP
SET NO. (inches)
5 I 6.00
REPORT OF TESTS
DATE AGE LOAD
~D (days) (lbs.~rce)
01/09/1999 3 106360
ACCUMULATIVE YARDS: 540
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3760
5 2 6.00
5 3 6.00
5 4 6.00
5 5 6.00
5 6 6.00
T~chnician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Duprcc & Assoc.
(I) Bracket*,' Davis Drake, Inc.
(1) Thc Bcck Group
01/13/1999 7 188810
01/13/1999 7 178660
Average
02/03/1999 28 225460
02/03/1999 28 225480
Average
03/03/1999 56 234020
Started: 2:00am
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 10:30am
6680
6320
6500
7970
7970
7970
8280
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
0ILL Page 6 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 01/07/1999 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9901422 Report Date
03/08/1999
43-2333-98
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at thc placement locations, perform required field test and cast
compressive strength samples.
cotrno, crom BECK
CONCRETE Stnn'LmR: TXI
PLANT: 41
SPECIFICATION REQUIREblENTS
STIt~aTH: 4000 psi @ 28 Days
SLUM~: 6.0" Max
Am: 3-6%
Tv~r M~'rltoo: ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMEIVr DATE: 01/07/1999 BATCH X~Vm: 3:17am
TIME SAMPLED: 3:55pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F). AIR
TaUCK NO: 451
AIR CONTENT (%): 5.9
PLACEMENT LOCATION:
Paving Bay I & northeast drive,
Bay 4-7
foggy
47 s CONCRETE: 61 F
mncr~-'r NO: 1208709
uNrr w~ia~rr (pc0; N/A
SAbIPLE LOCATION: See below
REPORT OF TESTS ACCUmaaTrv YAm S: 59o
C l Ea x, wuM COM aFZSrV
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
I I 5.50 01114/1999 7 106180 3750
I 2 5.50 01/14/1999 7 96170 3400
Average 3580
I 3 5.50 02/04/1999 28 128760 4550
I 4 5.50 02/04/1999 28 142760 5050
Average 4800
1 5 5.50 0310411999 56 150420 5320
Sample location: Centerline area Bay 1 between west inside eastern third island
bullnose. Slump taken at truck hopper.
FRACTURE
TYPE
This repo~ is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 1 ors
CONCRETE COMPRESSIVE STRENGTH TEST'
Date of Service: 01/07/1999
Client No.: 086d~,025
8901 Cargent~r Frwy., Sulla #100
Dallas, Texas 75247
Report No.: 9901422 Report Date
03/08/1999
Project No.: 43-2333-98
Client: The Beck Group Project:
Attn: Gillett Berger
1700, Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CO~CTOm BECK
CONCRETE SUPPLIER: TXI
PLAN'r: 41
SPECie.ON ~U~
S~NG~:
SL~:
A~:
~T ~OD:
SAMPLE LOCATION:
4000 psi @ 28 Days
6.0" Max
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
See below
PROJECT DATA
CONCm~TE cLAss: 8205
PLACEMENT DATE: 0110711999 BATCH TIME: 5:08am
TIME SAMPLED: 6:00am BY: Mike Odom
WEAT~R com)moNs:
TEMPERATURE CF) - AIR
TRUCK NO: 712
AIR CON'TEHT (%): 5.8
PLACEMENT LOCATION:
See page 1
cloudy
47 F CONCggTg: 59 F
· nc~m'r NO: 1208736
UNIT WEIGI~r (p~f); N/A
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 6.50 01/14/1999 7 95660
2 2 6.50 01/14/1999 7 102850
Average
2 3 6.50 02/04/1999 28 134190
2 4 6.50 02/04/1999 28 129280
Average
2 5 6.50 03/0411999 56 144350
ACCUMULATIVE YARDS: 560
COMPRESSIVE
STRENGTH
(psi)
3380
3640
3510
4750
4570
4660
5100
Sample location: Bay (W) 1/2, 70' (N) from centerline
(N) lane
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 2 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 01/07/1999
Client No.: 08644025
Report No.: 9901422
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
D~n~; Texas 75247
Report Date
03/08/1999
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
corm~crom BECK
coNcaz-rr, suPPLnm: TXI
P~: 41
SPEed.ON ~U~
~a~: 4~ psi ~ 28 Days
SL~: 6.0" Max
Am: 3~%
~ ~Om AS~ C- 143
AS~ C-172
ASTM C-39
PROJECT DATA
CONCRET~ CLASS: 8205
PLACEMENT DATE: 01/07/1999 BATCH TIMId: 6:57am
TIME SAMPLED: 8:00am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 451
Am CONTr~rr (~): 4.7
PLACEMENT LOCATION:
See page 1
Foggy
49 r CONCm~TE: 61 r
T~CK~T NO: 1208709
UNIT W~GHT (p~O.: N/A
SAMPLE LOCATION: See below
REPORT OF TESTS ACCt* 'LATrVE YARDS: 560
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inclms) TESTED (days) (lbs. force) (psi)
3 1 6.75 01/14/1999 7 100940 3570
3 2 6.75 01/14/1999 7 107170 3790
Average 3680
3 3 6.75 02/04/1999 28 124120 4390
3 4 6.75 02/04/1999 28 134750 4770
Average 4580
3 5 6.75 03/04/1999 56 141290 5000
Sample location: Centerline area northeast drSveway thru centerline of Bay 4.
Slu/np was taken at truck hopper.
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 3 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 01/0711999
Client No.: 08644025
Report No.: 9901422
Project No.: 43-2333-98
8901 Carpenter Fr~., Suite #100
Dallas, Texas 75247
Report Date
03/08/1999
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
co~rrRAc'roa: BECK
CONCam~SUl'~'~I~a: TXI
~: 41
S~~ON ~~
~~: ~ psi ~ 28 Days
s~: 6.0~ M~
Am: 3~%
~~o~ AS~ C-143
AS~ C- 172
AS~ C-39
PROJECT DATA
CONCm~TE crass: 8205 ·
Pta~c~M~cr DATE: 01/07/1999 BATCH TIME: 8:50am
TIME SAMPLED: 9:30am BY: Mike Odom
WEA~R CoNDmoNs:
TEMPERATURE (F) - AIR
TRUCK NO: 715
Am coNTEt~rr (~): 4.6
P~C~ LOCATION:
S~ page I
Foggy
54 F CONCRE'~: 64 F
TIC~t&'r NO: 1209112
uNrr WEigHT (p~f~ N/A
SAMPLE LOCATION: Northeast drive @ centerline Bay 6
REPORT OF TESTS ACCUMULA~ YARDS: 560
CYLINDER MEASURED MAXIMUM COMPR~SIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
4 I 6.00 01/14/1999 7 118520 4190
4 2 6.00 01/14/1999 7 114860 4060
Average 4130
4 3 6.00 02/04/1999 28 159920 5660
4 4 6.00 02/04/1999 28 140190 4960
Average 5310
4 5 6.00 03/04/1999 56 163220 5770
Slump taken at truck hopper.
This repo~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0iLL Page 4 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carl~ter FrW.,
Dallas, Texas 75247
Date of Service: 01/07/1999
Client No.: 08644025
Report No.: 9901422
Project No.: 43.2333-98
Report Date
03/08/1999
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800.
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
co~rr~om BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIEEMEHTS
smmu~(~Tii: 4000 psi @ 28 Days
SLUMP: 6.0" Max
Am: 3-6%
T~Vr M~UtOD: ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA CONC~ET~ CLASS: 8205
PLAc~n-v DATE: 01/07/1999 BATCH TnVIE: 10:54am
Tram SA~PLgm 1 l:35am BY: Mike Odom
WEATHER CONDrrIONS:
TEMPERATURE (F) - AIR
TRUCK No: 420
AIR CONTENT (%): 5.0
PLACERVIENT LOCATION:
See page 1
Cloudy
56 F CONCh:rE: 59 F
TiCr,~r NO: 1209351
uNrr wgi(;~rr (p~t)= N/A
SAMPLE LOCATION: See below
CYLINDER MEASURED
MARKED SLUMP
SET NO. (laclms)
5 1 6.50
5 2 6.50
5 3 6.50
5 4 6.50
5 5 6.50
REPORT OF TESTS ACCUMUt. A~,~ YAMS: 560
MAXlMIYM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
01/14/1999 7 119320 4220
01/14/1999 7 113470 4010
Average 4120
02/04/1999 28 149650 5290
02/04/1999 28 147110 5200
Average 5250
03/04/1999 56 159080 5630
FRACTURE
TYPE
Sample location: East
centerline Bay 7. Slump
Te~hnleian: Mike Odom
Report Distribution:
(!) The Beck Group
(1) Gromatzky Dupree & Assoc.
(i) Breckettc Davis Drake, Inc.
(I) The Beck Group
end (NE) driveway inside and between last eastern island at was taken at truck hopper.
S~arted: 2:00am Finished: 12:00pm
Engi
(I) The Beck Group _ -
(I) Dalcan, lnc. Eugene Harbour
Vice President
This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 5 of 5
CONCRETE COMPRESSIVE STRENGTH TES i'
II
Date of Service: 01/07/1999 Report No.:
Client No.: 08644025 Project No.:
8901 Carpenter Fray., Suite
Dan .a%. Texa~ 75247
9901423 Report Date
03/08/1999
43-2333-98
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
cot, rr~cTom BECK
CONCggrgStWPLnm: TXI
PLANT: 31
St, v.C~CAT~ON m~Qt~gg~ms'rs
S'm~C;Tm 5000 psi @ 28 Days
SLU~: 6.0" Max
Am: N/A
TgST ~m'mOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRET~ CLASS: 8208
Pt~CtX~ia~rr DAT~: 01/07/1999 BATCH TIM~: h48pm
TnSmSAt~a'ta~D: 2:30pm BY: Mike Odom
W~R con~mo~: Partly cloudy
~a, vanxua~(~.sm 57 g coNc~: 63 g
TaUCK~O: 482 ~C~O: 1209677
nm co~ (~): N/A u~ WEIG~ (~O; N/A
P~C~ ~CA~ON:
L~v¢l IV building columal 19 ~ A, B, C, D-6, A, B, C @ 7, AB & 8,N, M, L, K @ 9, P, N,
M, L, K,J ~ 9.3
SAMPLE LOCATION: A@ 6
REPORT OF TESTS ACCUm wrvE YAMS: 40
C , OER
~D SL~P DA~ AGE LOAD S~G~ F~~
S~ NO. (~) ~ED (da~) (i~ f~) (~1) ~
I I 6.50 01/08/1~9 1 ~870 16~
1 2 6.50 01/09/1999 2 57350 2030
I 3 6.50 01/14/1999 7 112220 3970
I 4 6.50 01114/1999 7 118060 4180
Average 4080
I 5 6.50 02/0411999 28 145940 5160
I 6 6.50 02/04/1999 28 149460 5290
Average 5230
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page I of 2
l~eport No.: 9901423
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inch.)
! 7 6.50
DATE
TESTED
03/04/1999
AGE
(~a~)
56
MAXIMUM
LOAD
(lbs. force)
156080
· COMPRESSIVE
STRENGTH
5520
Technician: Mike Odom
Report Distribution:
(!) The Beck Gnmp
(1) Gromatzky Duprce & Assoc.
(I) Brockette Davis Drake, inc.
(I) The Beck Group
Started: 2:00pm
(I) The Beck Group
(I) Dalcan, Inc.
Finished: 5:30pm
H~ En~ring, Inc.
Eugene I-Iarbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering. Inc.
0ILL Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TESrl
Date of Service: 02/04/1999
Client No.: 08644025
8901 Car~nt~r Frwy., Suit~ #100
Dall~; T~xas 75247
Report No.: 9904095 Report Date
03/08/1999
Project No.: 43-2333-98
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CON'mncrom BECK
CONCR~'TE SUPPLIER: TXI
Pt. Am': 41
S~CnnCA'nON ~.Qun~iEwrs
s~o'm: 5000 psi qb 28 Days
SLtnVn,: 6.0" Max
Am: N/A
TE.vr ME'mOO: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMEHT DATE;: 02/0411999 BATCH T~m: 2:13pm
TIME SAMPLED: 3:00pm BY: Mike Odom
Fair
71 F CONCRETE: 74 F
TICKET NO: 1232091
oNrr WEtGHT (po'): N/A
Area C, Level I building, columns ~ F&G @ 16, 17, 18
SAMPLE LOCATION: F @ 16
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inch~s)
1 I 5.75
1 2 5.75
1 3 5.75
I 4 5.75
I 5 5.75
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
02/11/1999 7 142790 5050
02/11/1999 7 147000 5200
Average 5130
03/04/1999 28 167620 5930
03/04/!999 28 170750 6040
Average 5990
04/0111999
56
13
Twenty (20) gallons of
Technician: Mike Odom
Report Distribution:
(!) Tbe Beck Group
(1) Oroma~zky Dupree & Assoc.
(1) Brockettc Davis Drake, luc.
(I) The Beck Group
water added.
Started: 3:00pm
(I) The Beck Gwup
(I) Dalcan, Inc.
Finished: 4:00pm
Eugene Harbour
Vice President
This repo~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEK!
Date of Service: 02/04/1999 Report No.: 9904094
Client No.: 08644025 Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/08/1999
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
cot~o, crom BECK
CONCRETE SUPPLIER: TXI
PLAWr: 41
SPZCnnCAT~ON REQUUU~M~rrs
STRENOTm 4000 psi @ 28 Days
SLUMV: 6.0" Max
Am: N/A
TEST ME'mOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCaET~ CLASS: 9508
PLACI~.ENT DATE: 02/04/1999 SATC~ T~M~: 1:59pm
TIME SAMPLED: 2:30pm BY: Mike Odom
WEATIIER CONDITIONS:
TEMPERATURE (F) - AIR
T~UCKNO: 639
Am co~rr (~): N/A
PLACEMENT LOCATION:
Fair
71 v CONCRETE: 73
~cr~--r NO: 123207
UmT w~iorrr (per): N/A
Loading dock outside retaining wall interior dock ramp walls ~ Area A building I
SAMPLE LOCATION: See below
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inch~s) TESTED
I I 5.50 02/11/1999
1 2 5.50 02/11/1999
1 3 5.50 03/04/1999
1 4 5.50 03/04/1999
REPORT OF TESTS ACCUM X awZ YARDS: 20
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 128150 4530
7 132020 4670
Average 4600
28 157010 5550
28 154920 5480
Average 5520
1 5 5.50 04/01/1999
56
FRACTURE
TYPE
Sample location: Outside wall @ W end S dock
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(!) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 2:00pm
(I) The Beck Group
(I) Dalcan, Inc.
Finished: 3:00pm
~ En~~ng, Inc.
Eugene Harbour
Vice President
This repoa is exclusively for the use of~bu client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
OILL Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 02/22/1999
Client No.: 08644025
ENG--, INC
8901 Carpeat~r Frw~ Suite #1~
Dali., Texas 75247
Report No.: 9905743 Report Date
03/08/1999
Project No.: 43-2333-98
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CO~'r~,CTOR: BECK
CONCRET~ SUPPLmR: TXI
ln.~lvr: 41
SPEC~CA~ON ~QUI~
~a~: 5~ psi ~ 28 Days
s~: 6.0" M~
&~ N/A
~ ~om AS~ C- 143
AS~ C-172
AS~ C-39
PROJECT DATA
CONCRETg CLASS: 8208
PLACEMENT DATE: 02/22/1999 BATCH m: l:48pm
TIME SAMPLED: 2:20pm BY: Mike Odom
W~R co~mrrmNS: Partly cloudy
TEMPERATURE (F) - AIR 62 F CONCRETe: 72 r
TRUCK NO: 804 TICKET NO: 1247099
Am CONTENT(~): N/A U~UT WEXG~rr (~:0.; N/A
PLACEMENT LOCATION:
Dock/patio screen wall, Area A, Level I north end placement
SAMPLE LOCATION: Center area third lift
CYLINDER
MARKED
SET NO.
blEASURED
SLUIVIP
(inch.)
I 1 5.75
I 2 5.75
1 3 5.75
I 4 5.75
DATE
TESTED
03/0111999
03/01/1999
REPORT OF TESTS ACCUMULATIVE YARDS: 27
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(duys) (lbs. force) (psi)
7 157350 5560
7 168260 5950
Average 5760
03/22/1999
03/22/1999
28
28
FRACTURE
TYPE
I 5 5.75
0411911999
56
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(!) Gromatzky Dupree & Assoc.
(I) Brock, eRe Davis Drake, Inc.
(!) The Beck Groap
Started: 10:00am
(I) The Beck Group
(i) Dalcan, Inc.
Finished: 3:30pm
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of I